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2015-01328 - septic
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795 Lakeview Parkway - 06-117-23-43-0014
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2015-01328 - septic
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Last modified
8/22/2023 5:29:00 PM
Creation date
4/24/2017 3:02:09 PM
Metadata
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Template:
x Address Old
House Number
795
Street Name
Lakeview
Street Type
Parkway
Address
795 Lakeview Pkwy
Document Type
Septic
PIN
0611723430014
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Minnesota Pollution OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agency OF MINNESOTA �ti <br /> Property Owner/Client: Gonyea Homes Project ID:C�v 07.14.15 <br /> Site Address: Lot 3, Blk 2 Lakeview of orono Date:� <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gatlons Per Day(GPD) Note: The estimated desiqn flow is considered a peok f(ow rate <br /> including a safety foctor.For long term performance, the average <br /> B. Sept;c Tanks: dai(y f(ow is recommended to be<60%of thls value. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in ��Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in ��Tanks or Compartments <br /> Effluent Screen:�� Alarm:� <br /> C. Ho(ding Tanks On(y: <br /> Minimum Code Required Capacity:��Gallons,in �_�Tanks <br /> Designer Recommended Capacity:�Gallons,in �Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tank 1 Capacity(Code Minimum):�Gallons Pump Tank 2 Capacity(Code Minimum): ��Gallons <br /> Pump Tonk 1 Capacity(Designer Rec): �Gallons Pump Tank 2 Capacity(Designer Rec): ��Gallons <br /> Pump 1 36.0 GPM Total Head 28.9 ft Pump 2�GPM Total Head ��ft <br /> Supply Pipe Dia, 2.00 in Dose Volume:��gal Supply Pipe Dia.�in Dose Volume:��gal <br /> 2. SYSTEM TYPE <br /> � Trench Q Bed �Mound Q At-Grede <br /> �G2vity DistribuGon QQ Pressure Distributlon-level Q pressure Dlstribudon-Unlevel <br /> Q Drip Q Holding Tank Q Other �� *Selection Required Benchmark Elevation: sea level ft <br /> Benchmark Location: <br /> System Type <br /> Type of Distribution Media: <br /> �Type I ❑Type I I �Type I I I ❑Type I V ❑Type V ❑� Drainfield Rock ❑R¢gister�y Treatrnent Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 18 in 1.5 ft B. Measured Land Slope%: 8.0 % <br /> C. Elevation of Limiting Layer:� D. Soil Texture: Loam <br /> E. Loc.of Restricive Etevation:� � F. Soil Hyd. Loading Rate: 0.45 GPD/ftZ <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 8.7 MPI <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersat Area�ftZ Sidewalt Depth��in Trench Width��ft <br /> Totat Lineal Feet��ft Number of Trenches� Code Maximum Trench Depth�in <br /> Contour Loading Rate��ft Designers Max Trench Depth��in <br /> Bed Design Summary <br /> Absorption Area��ftZ Depth of sidewall�in Code Maximum Bed Depth�in <br /> Bed Width��ft Bed Length��ft Designer's Max Bed Depth��in <br />
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